PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 04/03/08 EST. NO.08 TIME 10:48 AM R.E. NAME: ORDOUBADL, SHAWN 04-0C9204 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0001 170.08 E.W. @ F.A.(+) 082007 N 9.0 0 0001-1 -170.08 082007 N 9.0 0 DAO CORRECTING ENTRY 0002 170.08 082107 N 18.0 0 0002-1 -170.08 082107 N 18.0 0 DAO CORRECTING ENTRY 0003 170.08 082207 N 33 0 0003-1 -170.08 082207 N 33 0 DAO CORRECTING ENTRY 0004 170.08 082307 N 34.0 0 0004-1 -170.08 082307 N 34.0 0 DAO CORRECTING ENTRY 0005 85.04 082407 N 35.0 0 0005-1 -85.04 082407 N 35.0 0 DAO CORRECTING ENTRY 0006 170.08 082707 N 36.0 0 0006-1 -170.08 082707 N 36.0 0 DAO CORRECTING ENTRY 0007 340.16 082907 N 37.0 0 0007-1 -340.16 082907 N 37.0 0 DAO CORRECTING ENTRY 0008 340.16 083007 N 38.0 0 0008-1 -340.16 083007 N 38.0 0 DAO CORRECTING ENTRY 0008-2 340.16 083007 N 38.0 0 DAO CORRECTING ENTRY 0009 255.11 090407 N 39.0 0 0009-1 -255.11 090407 N 39.0 0 DAO CORRECTING ENTRY 0009-2 255.11 090407 N 39.0 0 DAO CORRECTING ENTRY 0010 170.08 090707 N 40.0 0 0010-1 -170.08 090707 N 40.0 0 DAO CORRECTING ENTRY 0010-2 170.08 090707 N 40.0 0 DAO CORRECTING ENTRY 0011 170.08 091107 N 41.0 0 0011-1 -170.08 091107 N 41.0 0 DAO CORRECTING ENTRY 0011-2 170.08 091107 N 41.0 0 DAO CORRECTING ENTRY 0012 170.08 091207 N 42.0 0 0012-1 -170.08 091207 N 42.0 0 DAO CORRECTING ENTRY 0012-2 170.08 091207 N 42.0 0 DAO CORRECTING ENTRY 0013 443.16 112807 N 44.0 0 0013-1 -443.16 112807 N 44.0 0 DAO CORRECTING ENTRY 0013-2 443.16 112807 N 44.0 0 DAO CORRECTING ENTRY 0014 170.08 120407 N 45.0 0 0014-1 -170.08 120407 N 45.0 0 DAO CORRECTING ENTRY 0014-2 170.08 120407 N 45.0 0 DAO CORRECTING ENTRY 0015 3,719.10 080307 N 1.0 0 0015-1 -3,719.10 080307 N 1.0 0 DAO CORRECTING ENTRY 0015-2 3,719.10 080307 N 1.0 0 DAO CORRECTING ENTRY 0015-3 -3,719.10 080307 N 1.0 0 DAO CORRECTING ENTRY 0015-4 3,234.00 080307 N 1.0 0 DAO CORRECTING ENTRY 0016 929.78 080707 N 2.0 0 0016-1 -929.78 080707 N 2.0 0 DAO CORRECTING ENTRY 0017 1,442.96 100807 N 24.0 0 0017-1 -1,442.96 100807 N 24.0 0 DAO CORRECTING ENTRY 0018 1,442.96 101807 N 25.0 0 0018-1 -1,442.96 101807 N 25.0 0 DAO CORRECTING ENTRY 0020 2,707.96 102107 N 22.0 0 0020-1 -2,707.96 102107 N 22.0 0 DAO CORRECTING ENTRY 0020-2 2,354.75 102107 N 22.0 0 DAO CORRECTING ENTRY 0020-3 -2,354.75 102107 N 22.0 0 DAO CORRECTING ENTRY 0020-4 2,472.49 102107 N 22.0 0 DAO CORRECTING ENTRY PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 04/03/08 EST. NO.08 TIME 10:48 AM R.E. NAME: ORDOUBADL, SHAWN 04-0C9204 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0021 1,442.96 102907 N 16.0 0 0021-1 -1,442.96 102907 N 16.0 0 DAO CORRECTING ENTRY 0022 1,874.21 103107 N 17.0 0 0022-1 -1,874.21 103107 N 17.0 0 DAO CORRECTING ENTRY 0023 9,064.31 110607 N 3.0 0 0023-1 -9,064.31 110607 N 3.0 0 DAO CORRECTING ENTRY 0023-2 7,882.01 110607 N 3.0 0 DAO CORRECTING ENTRY 0024 2,885.93 112607 N 8.0 0 0024-1 -2,885.93 112607 N 8.0 0 DAO CORRECTING ENTRY 0025 2,885.93 112807 N 10.0 0 0025-1 -2,885.93 112807 N 10.0 0 DAO CORRECTING ENTRY 0026 2,885.93 112907 N 11.0 0 0026-1 -2,885.93 112907 N 11.0 0 DAO CORRECTING ENTRY 0027 2,885.93 113007 N 12.0 0 0027-1 -2,885.93 113007 N 12.0 0 DAO CORRECTING ENTRY 0029 1,442.96 081507 N 23.0 0 0029-1 -1,442.96 081507 N 23.0 0 DAO CORRECTING ENTRY 0030 16,761.54 081507 N 2.1 0 0030-1 -16,761.54 081507 N 2.1 0 DAO CORRECTING ENTRY 0031 18,006.98 081407 N 1.1 0 0031-1 -18,006.98 081407 N 1.1 0 DAO CORRECTING ENTRY 0036 1,442.96 102607 N 27.0 0 0036-1 -1,442.96 102607 N 27.0 0 DAO CORRECTING ENTRY 0040 170.08 082007 N 9.1 0 0041 170.08 082107 N 18.1 0 0042 170.08 082207 N 33.1 0 0043 170.08 082307 N 34.1 0 0044 85.04 082407 N 35.1 0 0045 170.08 082707 N 36.1 0 0046 340.16 082907 N 37.1 0 0047 1,317.49 100807 N 24 0 0048 1,317.49 101807 N 25 0 0050 1,711.24 103007 N 17 0 0051 2,634.98 112607 N 8 0 0052 2,634.98 112807 N 10 0 0053 2,634.98 112907 N 11 0 0054 2,634.98 113007 N 12 0 0055 1,317.49 081407 N 21 0 0056 1,317.49 081507 N 23 0 0057 1,317.49 102607 N 27 0 0058 1,317.49 120407 N 14 0 0059 2,634.98 120307 N 13 0 0060 1,874.99 073107 N 4.0 0 002 0001 7,095.71 E.W. @ F.A.(+) 080607 N 2.0 0 0001-1 -7,095.71 080607 N 2.0 0 DAO CORRECTING ENTRY 0001-2 6,932.94 080607 N 2.0 0 DAO CORRECTING ENTRY 0002 690.31 110607 N 3.0 0 0003 1,468.10 102107 N 1.0 0 003 0001 7,838.24 E.W. @ F.A.(+) 100807 N 26.0 0 0002 954.50 101807 N 55.0 0 0003 6,428.65 102107 N 56.0 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 04/03/08 EST. NO.08 TIME 10:48 AM R.E. NAME: ORDOUBADL, SHAWN 04-0C9204 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0004 4,269.16 110707 N 63.0 0 0005 8,748.57 102907 N 59.0 0 0005-1 -8,748.57 102907 N 59.0 0 DAO CORRECTING ENTRY 0005-2 8,086.50 102907 N 59.0 0 DAO CORRECTING ENTRY 0006 6,646.32 103007 N 60.0 0 0007 2,305.21 102607 N 57.0 0 0008 4,407.74 102807 N 58.0 0 0009 4,878.15 110507 N 61.0 0 0010 5,187.05 110607 N 62.0 0 0011 3,428.45 110907 N 54.0 0 0012 2,198.90 110807 N 64.0 0 0013 1,317.49 102907 N 16 0 004 0001 18,006.98 E.W. @ F.A.(+) 081407 N 1.0 0 0002 16,761.54 081507 N 2.0 0 0003 25,231.45 073007 N 3.0 0 168,286.60 TOTAL THIS ESTIMATE -46,207.50 TOTAL PREVIOUS ESTIMATE 122,079.10 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/03/08 EST. NO.08 TIME 10:48 AM R.E. NAME: ORDOUBADL, SHAWN 04-0C9204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICKUP -46,500.00 05 LATE RE-OPENING CLSR 46,500.00 08 46,500.00 0.00 TOTAL DEDUCTIONS 46,500.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/03/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9204 TIME 10:48 AM ESTIMATE NO. 08 BID OPENING 04/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/07 R.E. NAME: ORDOUBADL, SHAWN DATE OF THIS ESTIMATE 04/03/08 LOCATION RERUN SEMI-FINAL ESTIMATE 04-SF-101-0.0/R4.2 ------------------------- O. C. JONES & SONS, INC IN CITY AND COUNTY OF SAN FRANCISCO 1520 FOURTH STREET FROM SAN MATEO COUNTY LINE TO BERKELEY, CA 94710 ROUTE 80 FED. AID NO. ACNH-Q101(124)E RESURFACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 1.000 4,000.00 02 TIME-RELATED OVERHEAD LS 250,000.0000 250,000.00 1.000 250,000.00 03 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 1.000 40,000.00 05 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,000.0000 3,000.00 1.000 3,000.00 06 CONSTRUCTION AREA SIGNS LS 17,700.0000 17,700.00 1.000 17,700.00 S) 07 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 40,000.00 0.240 1,200.00 8.000 40,000.00 S) 09 ABANDON CULVERT EA 750.0000 750.00 0.000 0.00 10 REMOVE MARKER EA 50.0000 200.00 4.000 200.00 4.000 200.00 11 REMOVE METAL BEAM GUARD RAILING M 56.0000 27,440.00 35.140 1,967.84 525.140 29,407.84 12 REMOVE PAVEMENT MARKER EA 0.5000 8,750.00 16.000 8.00 17,501.000 8,750.50 13 REMOVE ASPHALT CONCRETE DIKE M 35.0000 4,200.00 142.000 4,970.00 14 REMOVE CULVERT M 700.0000 2,800.00 0.000 0.00 15 REMOVE INLET EA 3,000.0000 3,000.00 0.000 0.00 16 REMOVE DOWNDRAIN M 85.0000 1,700.00 0.000 0.00 17 REMOVE ASPHALT CONCRETE SURFACING M2 12.0000 49,200.00 4,065.060 48,780.72 18 ADJUST FRAME AND GRATE TO GRADE EA 1,700.0000 8,500.00 13.000 22,100.00 13.000 22,100.00 19 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.2000 663,600.00 754.000 3,166.80 158,754.000 666,766.80 20 REMOVE CONCRETE (ABUTMENT BACKWALL) M3 3,000.0000 12,000.00 4.060 12,180.00 21 PREPARE CONCRETE BRIDGE DECK SURFACE M2 21.0000 86,100.00 2,679.060 56,260.26 22 REMOVE CRASH CUSHION EA 1,750.0000 10,500.00 6.000 10,500.00 PROGRAM CAS145 PAGE 2 DATE 04/03/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9204 TIME 10:48 AM ESTIMATE NO. 08 BID OPENING 04/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/07 R.E. NAME: ORDOUBADL, SHAWN DATE OF THIS ESTIMATE 04/03/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CRASH CUSHION (SAND FILLED) EA 950.0000 6,650.00 7.000 6,650.00 24 AGGREGATE BASE (APPROACH SLAB) M3 175.0000 2,100.00 15.690 2,745.75 25 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 725.0000 6,525.00 3.520 2,552.00 15.360 11,136.00 26 REPLACE ASPHALT CONCRETE SURFACING M3 450.0000 189,000.00 72.691 32,710.95 128.691 57,910.95 27 ASPHALT CONCRETE (TYPE A) TONN 180.0000 1,440.00 11.000 1,980.00 28 ASPHALT CONCRETE (OPEN GRADED) TONN 102.0000 867,000.00 135.100 13,780.20 8,990.620 917,043.24 29 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 180.0000 2,322,000.00 646.410 116,353.80 14,001.770 2,520,318.60 30 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 35.0000 2,450.00 87.000 3,045.00 31 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 35.0000 1,750.00 55.000 1,925.00 32 ASPHALTIC EMULSION (PAINT BINDER) TONN 770.0000 103,950.00 46.390 35,720.30 126.530 97,428.10 33 REPLACE CONCRETE PAVEMENT M3 1,100.0000 462,000.00 502.125 552,337.50 (RAPID STRENGTH CONCRETE) 34 REPAIR SPALLED JOINTS (POLYESTER GROUT) M2 985.0000 78,800.00 9.710 9,564.35 95.610 94,175.85 35 GRIND EXISTING CONCRETE M2 8.9000 850,840.00 95,600.000 850,840.00 S) PAVEMENT 36 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,900.0000 228,000.00 134.090 254,771.00 (TYPE R) 37 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 2,160.00 0.000 0.00 38 MINOR CONCRETE (PIPE COVER) M3 1,500.0000 3,000.00 0.000 0.00 39 CLEAN EXPANSION JOINT M 70.0000 24,500.00 156.400 10,948.00 40 JOINT SEAL (TYPE A - MR 30 MM) M 155.0000 35,650.00 156.400 24,242.00 S) 41 JOINT SEAL (ASPHALTIC PLUG) M 790.0000 94,800.00 0.000 0.00 S) 42 300 MM REINFORCED CONCRETE PIPE M 1,550.0000 6,200.00 0.000 0.00 43 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 265.0000 5,300.00 0.000 0.00 (2.01 MM THICK) 44 MINOR CONCRETE (MISCELLANEOUS M3 2,000.0000 2,000.00 0.000 0.00 CONSTRUCTION) 45 MISCELLANEOUS IRON AND STEEL KG 10.0000 770.00 0.000 0.00 46 GUARD RAILING DELINEATOR EA 17.0000 4,080.00 8.000 136.00 248.000 4,216.00 47 OBJECT MARKER (TYPE L-1) EA 27.0000 648.00 24.000 648.00 24.000 648.00 48 METAL BEAM GUARD RAILING (WOOD POST) M 96.0000 45,120.00 43.400 4,166.40 513.400 49,286.40 49 TRANSITION RAILING (TYPE WB) EA 5,000.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 04/03/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9204 TIME 10:48 AM ESTIMATE NO. 08 BID OPENING 04/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/07 R.E. NAME: ORDOUBADL, SHAWN DATE OF THIS ESTIMATE 04/03/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 1.000 2,500.00 51 CRASH CUSHION, SAND FILLED EA 3,600.0000 21,600.00 6.000 21,600.00 52 CRASH CUSHION TAU-II SYSTEM EA 16,000.0000 112,000.00 7.000 112,000.00 53 THERMOPLASTIC PAVEMENT MARKING M2 130.0000 46,800.00 379.000 49,270.00 S) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 175,600.00 8,445.000 33,780.00 54,875.000 219,500.00 S) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 34,400.00 4,681.000 37,448.00 S) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 13,600.00 2,142.000 17,136.00 S) (BROKEN 3.66 M - 0.92 M) 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 10.0000 4,300.00 555.000 5,550.00 S) (BROKEN 5.18 M - 2.14 M) 58 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 36,300.00 10,503.000 31,509.00 S) 59 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 32,400.00 5,663.000 33,978.00 S) 60 DETECTOR LOOP LS 200,000.0000 200,000.00 0.935 187,000.00 S) PROGRAM CAS145 PAGE 4 DATE 04/03/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C9204 TIME 10:48 AM ESTIMATE NO. 08 BID OPENING 04/25/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/07 R.E. NAME: ORDOUBADL, SHAWN DATE OF THIS ESTIMATE 04/03/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 278,054.64 7,645,754.51 ADJUSTMENT OF COMPENSATION 0.00 -75,000.00 EXTRA WORK 168,286.60 197,079.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 446,341.24 7,767,833.61 61 MOBILIZATION LS 825,000.0000 825,000.00 1.000 825,000.00 ORIGINAL CONTRACT AMOUNT 8,341,673.00 TOTAL WORK COMPLETED 446,341.24 8,592,833.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 46,500.00 0.00 TOTAL 492,841.24 8,592,833.61 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/24/07 107 00/00/00 00/00/00 12/06/07 107 17 0 0 100% 100% ORDOUBADL, SHAWN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/03/08